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HomeMy WebLinkAboutS-322702W O O U w LL W W 0 � Q a .._I z J U W 1 � Z Q F.. z W a: q 40 30 20 10 NV It: PROVIDE TRAFFIC CONTROL PER CITY OF RENTON STANDARDS. 130.35' FROM FACE OF CURB 143.44' FROM PROPERTY CORNER z z � W 110.50' FROM FACE OF CURB _—_ CO o�N i CAUTION! - POWER & TELEPHONE CROSSING O0 LA_ (rl� U/G POWER ^' (NOT SURVEYED) rr - -r -r- 1110 �• W LL. 0m N N N N co N N 8 "ss — -- -- — " — -- "" r CAUTION! r -CAUTION! POSSIBLE NEAT SAW -CUT STORM DRAIN CROSSING I EX. SSMH — POWER CROSSING & SEAL. IE (" SD � 8 " =23.7± S2114 � `� � IE (8 SS) =18.7± N 52413± s I E 396295± RESTORE PAVEMENT do TRENCH PER EXIST. 18" EXIST. SSMH NO. 5319030 RIM = 27.1 IE IN (NEW 8" DROP) = 18.08 IE IN (EX. 18 ") = 13.5 IE OUT (EX. 18 ") = 13.2 APPROX. LOC. APPROX. 241 LF 8 "0 PVC O S =0.004 F T /FT NOTE: CONTRACTOR SHALL INSTALL EXTERIOR DROP CONNECTION TO EXISTING SSMH PER CITY OF RENTON DETAIL (SEE DETAIL 4 ON SHEET C3.0), OR INTERIOR DROP CONNECTION PER CITY OR RENTON DETAIL (SEE DETAIL 5 ON SHEET C3.0) IF, UPON FIELD INSPECTION, EXISTING MANHOLE DIAMETER IS 54" OR GREATER. SEWER PLAN SCALE: 1"= 20' NE 114 SEC. 19, TWP. 23 N., RGE 5 E. MATCH LINE - SEE SHEET C2.1 I I I 0 I I � I I � I I N I I I I I I I I I I I I I I I i I I I I I CAUTION! I I STORM DRAIN CROSSING CAUTION! I f IE (12 "SD) =21.2± POWER do TELEPHONE I I IE (8 "SS) =19.5± CROSSING 170 1 8* SS Ask I SSl SSMH N0. 1 TYPE 1 -48 "0 CAUTION! 5' OF REN TON SANITARY SEWER 1 C ITY 15' CITY OF RENTON SANITARY SEWER EASEMENT CROSSING SANITARY SEWER EASEMENT IE (8" EX. SS) =17.21 IE (8 0SS) =19.6± SSMH NO. 1 1 C2.0 10 +00 10 +50 11+00 11+50 12 +00 12 +50 13 +00 SEWER PROFILE Ko"2 SCALE: HORIZONTAL 1 "= 20' C2.0 VERTICAL 1 "= 5' w�►�o- i�►lia� : F.. 2,2W 1 0 4 3350 Monte Villa Parkway Bothell, Washinston AM1- 8a'i'2 (4# J -4M lhpswm.� ph� sr • ws • so voyn v • laria Arobigoota 40 H NO. 5 TYPE 1 -48 "0 0i��1 ao Sqb3? ?702. U O 0 a J SSMH NO. NO. 1 x in 30 RIM = -26.5± a w SSMH NO. 5 30 IE IN - 19.15 a. ,_ RIM = 27.7± IEIN =19.15 a0 = IE OUT = 19.05 IE OUT 20.0 I I I 20 170 LF 8 "0 PVC O S= 0.0050 FT T 20 I I I CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION 10 t; CS 20 +00 20 +50 21+00 SEWER PROFILE SCALE. HORIZON TAL 1 "= 20' VER TICAL 1 "= 5' 21+50 3 C2.0 10 Checked for Compliance to City Standards '°"t RENTON VILLAGE - -- 01/31/0 ,., CITY OF ... � *.AR RVA LAND, LLC. *a ow RENTON DATUM C290 "'�"�AD w Plonni� /8uildin9 /Public works Dept. SEWER PLAN AND N0. REVISION BY DATE APPR � "''"�'"�""' PROFILE V. Z 4 p A'R gas' c `r� , ` -' •' IAI_INININ ROLL 191:7 F I;t • r , :j • 0 Lf 1 N ff r- N d r_ N N N N N N N 20 +00 20 +50 21+00 SEWER PROFILE SCALE. HORIZON TAL 1 "= 20' VER TICAL 1 "= 5' 21+50 3 C2.0 10 Checked for Compliance to City Standards '°"t RENTON VILLAGE - -- 01/31/0 ,., CITY OF ... � *.AR RVA LAND, LLC. *a ow RENTON DATUM C290 "'�"�AD w Plonni� /8uildin9 /Public works Dept. SEWER PLAN AND N0. REVISION BY DATE APPR � "''"�'"�""' PROFILE V. Z 4 p A'R gas' c `r� , ` -' •' IAI_INININ ROLL 191:7 F I;t • r , :j • 0 Lf 1 N ff